HS/T 77-2023 鈣基鈉基膨潤(rùn)土的鑒別

Identification of calcium sodium bentonite

JC/T 2710-2022 膨脹珍珠巖孔隙率測(cè)試方法

本文件規(guī)定了膨脹珍珠巖孔隙率測(cè)試方法的方法提要、儀器和試劑、樣品制備、試驗(yàn)環(huán)境、試驗(yàn)步驟、結(jié)果計(jì)算和試驗(yàn)報(bào)告。 本文件適用于膨脹珍珠巖顆?？紫堵实臏y(cè)定，其他多孔顆粒材料可參照使用。

Test method for porosity of expanded perlite

DB64/T 1754-2020 寧夏磚瓦用粘土礦產(chǎn)地質(zhì)勘查技術(shù)規(guī)程

Ningxia Technical Regulations for Clay Mineral Geological Exploration for Brick and Tile

KS M 8426-2012 硅藻土(試劑)

? ??? ??? ???(?? ???? ??.)? ??? ????.

Diatomaceous earth

YB/T 2429-2009 耐火材料用結(jié)合粘土可塑性檢驗(yàn)方法

Method for testing the plasticity of bonded clay for refractory materials

ASTM C689-03a 未焙燒粘土斷裂模數(shù)的標(biāo)準(zhǔn)試驗(yàn)方法

1.1 This test method covers the determination of the modulus of rupture of ceramic whiteware clays both dry and after conditioning at 50 or 80 % relative humidity, or both.1.2 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Modulus of Rupture of Unfired Clays

ASTM D2850-03 粘土的松散-無(wú)排水三軸壓縮試驗(yàn)的標(biāo)準(zhǔn)試驗(yàn)方法

1.1 This test method covers determination of the strength and stress-strain relationships of a cylindrical specimen of either undisturbed or remolded cohesive soil. Specimens are subjected to a confining fluid pressure in a triaxial chamber. No drainage of the specimen is permitted during the test. The specimen is sheared in compression without drainage at a constant rate of axial deformation (strain controlled).1.2 This test method provides data for determining undrained strength properties and stress-strain relations for soils. This test method provides for the measurement of the total stresses applied to the specimen, that is, the stresses are not corrected for pore-water pressure.Note 18212;The determination of the unconfined compressive strength of cohesive soils is covered by Test Method D 2166. Note 2The determination of the consolidated, undrained strength of cohesive soils with pore pressure measurement is covered by Test Method D 4767.1.3 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D 6026.1.3.1 The method used to specify how data are collected, calculated, or recorded in this standard is not directly related to the accuracy to which the data can be applied in design or other uses, or both. How one applies the results obtained using this standard is beyond its scope.1.4 The values stated in SI units are to be regarded as the standard. The values stated in inch-pound units and given in parentheses are approximate.1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Unconsolidated-Undrained Triaxial CompressionTest on Cohesive Soils

ASTM D2850-03a 粘土的松散-無(wú)排水三軸壓縮試驗(yàn)的標(biāo)準(zhǔn)試驗(yàn)方法

1.1 This test method covers determination of the strength and stress-strain relationships of a cylindrical specimen of either undisturbed or remolded cohesive soil. Specimens are subjected to a confining fluid pressure in a triaxial chamber. No drainage of the specimen is permitted during the test. The specimen is sheared in compression without drainage at a constant rate of axial deformation (strain controlled).1.2 This test method provides data for determining undrained strength properties and stress-strain relations for soils. This test method provides for the measurement of the total stresses applied to the specimen, that is, the stresses are not corrected for pore-water pressure.Note 18212;The determination of the unconfined compressive strength of cohesive soils is covered by Test Method D 2166.Note 28212;The determination of the consolidated, undrained strength of cohesive soils with pore pressure measurement is covered by Test Method D 4767.1.3 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D 6026.1.3.1 The method used to specify how data are collected, calculated, or recorded in this standard is not directly related to the accuracy to which the data can be applied in design or other uses, or both. How one applies the results obtained using this standard is beyond its scope.1.4 The values stated in SI units are to be regarded as the standard. The values stated in inch-pound units and given in parentheses are approximate.1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Unconsolidated-Undrained Triaxial CompressionTest on Cohesive Soils

ASTM D2166-00e1 粘性土無(wú)側(cè)限抗壓強(qiáng)度的標(biāo)準(zhǔn)試驗(yàn)方法

1.1 This test method covers the determination of the unconfined compressive strength of cohesive soil in the undisturbed, remolded, or compacted condition, using strain-controlled application of the axial load.1.2 This test method provides an approximate value of the strength of cohesive soils in terms of total stresses.1.3 This test method is applicable only to cohesive materials which will not expel or bleed water (water expelled from the soil due to deformation or compaction) during the loading portion of the test and which will retain intrinsic strength after removal of confining pressures, such as clays or cemented soils. Dry and crumbly soils, fissured or varved materials, silts, peats, and sands cannot be tested with this method to obtain valid unconfined compression strength values. Note 1--The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D 2850.1.4 This test method is not a substitute for Test Method D2850.1.5 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026.1.5.1 The procedures used to specify how data are collected/recorded and calculated in this test method are regarded as the industry standard. In addition, they are representative of the significant digits that should generally be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user's objectives; and it is common practice to increase or reduce significant digits of reported data to commensurate with these considerations. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design.1.6 The values stated in SI units are to be regarded as the standard. The values stated in inch-pound units are approximate.1.7 This standard does not purport to address all of the safety problems, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Unconfined Compressive Strength of Cohesive Soil

ASTM D2166-00 粘性土無(wú)側(cè)限抗壓強(qiáng)度的標(biāo)準(zhǔn)試驗(yàn)方法

1.1 This test method covers the determination of the unconfined compressive strength of cohesive soil in the undisturbed, remolded, or compacted condition, using strain-controlled application of the axial load.1.2 This test method provides an approximate value of the strength of cohesive soils in terms of total stresses.1.3 This test method is applicable only to cohesive materials which will not expel or bleed water (water expelled from the soil due to deformation or compaction) during the loading portion of the test and which will retain intrinsic strength after removal of confining pressures, such as clays or cemented soils. Dry and crumbly soils, fissured or varved materials, silts, peats, and sands cannot be tested with this method to obtain valid unconfined compression strength values. Note 1--The determination of the unconsolidated, undrained strength of cohesive soils with lateral confinement is covered by Test Method D 2850.1.4 This test method is not a substitute for Test Method D2850.1.5 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026.1.5.1 The procedures used to specify how data are collected/recorded and calculated in this test method are regarded as the industry standard. In addition, they are representative of the significant digits that should generally be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user's objectives; and it is common practice to increase or reduce significant digits of reported data to commensurate with these considerations. It is beyond the scope of this test method to consider significant digits used in analysis methods for engineering design.1.6 The values stated in SI units are to be regarded as the standard. The values stated in inch-pound units are approximate.1.7 This standard does not purport to address all of the safety problems, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Unconfined Compressive Strength of Cohesive Soil

SN/T 0486.3-1995 出口蛭石檢驗(yàn)方法.篩分試驗(yàn)方法

Methods for inspection of vermiculite for export.Sieve test method1995-09-06

SN/T 0486.1-1995 出口蛭石檢驗(yàn)方法.線膨脹倍數(shù)的檢驗(yàn)方法（直接測(cè)量法）

Methods for inspection of vermiculite for export.Method for inspection of multiple linear expansion--Direct measurement method1995-09-06

SN/T 0486.2-1995 出口蛭石檢驗(yàn)方法.線膨脹倍數(shù)快速檢驗(yàn)方法（回歸分析法）

Methods for inspection of vermiculite for export.Method for inspection of multiple linear expansion--Regression method1995-09-06

SN/T 0486.4-1995 出口蛭石檢驗(yàn)方法.含砂量的檢驗(yàn)方法

Methods for inspection of vermiculite for export.Method for inspection of sand content1995-09-06

JC/T 592-1995 膨潤(rùn)土

Bentonite

JC/T 593-1995 膨潤(rùn)土試驗(yàn)方法

The test methods of Bentonite

BS 7529:1991 活性干燥粘土規(guī)范

Requirements for clay primarily intended for use in packaging.

Specification for desiccant activated clay

STAS 11834/4-1990 農(nóng)用機(jī)械．飼料聯(lián)合加工機(jī)．主要參數(shù)

Prezentul standard stabile?te parametrii principali ai combinelor pentru recoltat furaje.

Agricultural machines. Fodder combines. Main parameters

STAS 11834/3-1990 農(nóng)用機(jī)械的飼料收獲收集和包裝機(jī)械和設(shè)備．主要參數(shù)X

Prezentul standard stabile?te parametrii principali ai ma?inilor ?i echipamentele? r de adunat ?i balotat destinate pentru mecanizarea lucr?rilor de adunat, transportat ?i desc?rcat la locul de depozitare, a furajelor ?i finului ?n stare verde sau uscat?,

Agricultural machines for fodder harvesting gathering and baling machines and equipments main parameters

ISO 5795-1:1988 橡膠配方配合劑.高嶺土.第1部分:測(cè)試方法(不包括在橡膠中的測(cè)試)

Rubber compounding ingredients; Kaolin clay; part 1: methods of test (excluding tests in rubber)